A Geotechnical Investigation was performed to evaluate the Physical properties of the subsoil and rock stratum. Soil Globe Consulting Services procured a command for conducting Investigations in a smooth manner. The investigation will help the geotechnical engineer to derive the physical properties of soil. We have grown early with the help of an experienced Geotechnical […]
This is one of the geophysical methods of investigation which includes the measurement of physical properties of the ground based on which the type of strata and depth of strata can be approximately evaluated. These tests provide a quick means of getting useful information about the stratification and underground utilities. This will enable to plan […]
Test majorly perform to evaluate the ultimate bearing capacity of soil beneath the foundation. The outcomes include ultimate bearing capacity with the expected settlement of foundation/footing. The test result reflects the character of the soil located with a depth twice the width of the bearing plate. A circular or square mild steel plate of size […]
A core sample is collected in the core barrel during rock drilling. The After the withdrawal of the core barrel from the drill hole, the core is removed from the barrel and the cores are placed in a tray and transferred into boxes specially prepared for the purpose. The cores shall be numbered serially and […]
The undisturbed sample is obtained from pits and boreholes in such a manner that moisture content and structure do not get altered. This may be attained by careful protection, packing, and by the use of a correctly designed sampler. The sampling shall be done with the help of a sampling tube. The tube sample is […]
A disturbing sample of soil is obtained during the course of the excavation of the trial pit, boring, and after conducting a standard penetration test. This sample can be used for testing physical and chemical properties. The disturbing sample of clay is also useful for determining the shear strength of the remolded sample.
Soil Globe Consulting Services has performed 250+ Standard Penetration Tests on soil stratum during the geotechnical investigation. The firm has well-known for performing a test in accordance with IS 2131: 1981 in different soil strata to assess the soil characteristics. Soil Globe Consulting Services can derive safe bearing capacity from SPT-N value with supportive research. […]
Pile foundations shall be designed in such a way that the load from the structure can be transmitted to the sub-surface. There are two types of tests, namely, initial and routine tests for each type (mode) of loading (that is, vertical, lateral, and pull-out). Initial Test A test intended to be conducted on the […]
Uplift force may preferably be applied by means of hydraulic jack(s) with gauge using a suitable pull-out setup. The pile top shall preferably be at the cut-off level. Displacement measurement shall be made at the pile top with at least two dial gauges placed at diametric opposite ends of the pile.
The test may be carried out by introducing a hydraulic jack with a gauge between two piles or pile groups under test or the reaction may be suitably obtained otherwise.
